JP2021095808A - Heavy member lifting movement mechanism, lifting movement method for the same, guide jig used for the lifting movement mechanism, and support beam mounting method using the guide jig - Google Patents

Heavy member lifting movement mechanism, lifting movement method for the same, guide jig used for the lifting movement mechanism, and support beam mounting method using the guide jig Download PDF

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JP2021095808A
JP2021095808A JP2019228971A JP2019228971A JP2021095808A JP 2021095808 A JP2021095808 A JP 2021095808A JP 2019228971 A JP2019228971 A JP 2019228971A JP 2019228971 A JP2019228971 A JP 2019228971A JP 2021095808 A JP2021095808 A JP 2021095808A
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support beam
guide rail
lifting
guide
heavy
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JP7315451B2 (en
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賢一 吉野
Kenichi Yoshino
賢一 吉野
長穂 今▲崎▼
Nagaho Imasaki
長穂 今▲崎▼
周平 金川
Shuhei Kanekawa
周平 金川
赤松 学
Manabu Akamatsu
学 赤松
光市 渡部
Koichi Watabe
光市 渡部
圭一 杉野
Keiichi Sugino
圭一 杉野
知幸 石川
Tomoyuki Ishikawa
知幸 石川
英司 本田
Eiji Honda
英司 本田
飯田 隆
Takashi Iida
隆 飯田
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TOKYU KIDO KOGYO KK
Tokyo Metro Co Ltd
Toko Sangyo Co Ltd
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TOKYU KIDO KOGYO KK
Tokyo Metro Co Ltd
Toko Sangyo Co Ltd
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Abstract

To improve work efficiency and save labor.SOLUTION: A lifting movement mechanism 2 is provided in a tunnel 3, and includes a guide mechanism 6, a movable body unit 24, and a support unit 42. The guide mechanism 6 includes: brackets 4 provided on upper parts of left and right side walls 3A, 3B of the tunnel 3 at prescribed intervals along the extension direction; and guide rails 5 connected to the brackets 4. The movable body unit 24 has a pair of trolleys 11, 12 at both ends of the upper parts, and includes a support beam 13 detachably attached to the guide rails 5. The support unit 42 includes a garter 31, both ends of which are suspended and respectively supported by support beams 13A, 13B facing each other on the side walls 3A, 3B, and which detachably connects to and lifts a heavy member W. The lifting movement mechanism 2 lifts and moves the heavy member W with the garter 31.SELECTED DRAWING: Figure 2

Description

本発明は、鉄道用の構造躯体においてレールや分岐器等の重量部材を作業現場で吊り上げ移動させる重量部材の吊り上げ移動機構とその吊り上げ移動方法およびその吊り上げ移動機構に用いられる案内治具とその案内治具を用いた支持梁の装着方法に関するものである。 INDUSTRIAL APPLICABILITY According to the present invention, a lifting movement mechanism for a heavy member for lifting and moving a heavy member such as a rail or a turnout in a structural frame for a railway, a method for lifting and moving the heavy member, a guide jig used for the lifting and moving mechanism, and a guide thereof. It relates to a method of mounting a support beam using a jig.

一般に、鉄道の軌道交換・更新時には、交換される古い軌框や分岐器(長尺重量部材)を撤去して搬出し、新たな軌框や分岐器を作業現場に運び込んで設置される。従来、軌框や分岐器のような長尺の重量部材を作業現場に搬出入する際には、まず、軌道上に複数の重量部材運搬車を配置するとともに、複数の山越器を設置して重量部材を移動させることが知られている。つまり、軌道上に複数の重量部材運搬車を配置して、この運搬車に長尺の重量部材を積載して重量部材に移動用レールを取り付けた後、作業場所に複数の山越器を設置し、山越器のチェーンブロックに移動用レールを掛止して長尺重量部材を移動させるようにしている(例えば、特許文献1参照)。 Generally, when railroad tracks are replaced or renewed, old railroad tracks and turnouts (long heavy members) to be replaced are removed and carried out, and new railroad tracks and turnouts are brought to the work site and installed. Conventionally, when carrying in and out a long heavy member such as a railroad stile or a turnout to a work site, first, a plurality of heavy member carriers are placed on the track and a plurality of Yamakoshi devices are installed. It is known to move heavy members. In other words, a plurality of heavy-duty member carriers are placed on the track, a long heavy-duty member is loaded on the carrier, a moving rail is attached to the heavy-duty member, and then a plurality of Yamakoshi devices are installed in the work place. , The moving rail is hooked on the chain block of Yamakoshi to move the long heavy member (see, for example, Patent Document 1).

特開2014−156727号公報Japanese Unexamined Patent Publication No. 2014-156727

上記従来の重量部材の吊り上げ移動方法では、軌道の周囲に山越器を設置する空間や十分な作業空間が確保されていれば、複数の作業を並行して行うことができる。しかしながら、上下左右が囲まれ軌道空間が制限されたトンネルや、上下左右のうち上側が開放された掘込み構造体のような構造躯体内では、作業空間に制約があり、山越器を設置してしまうと、設置場所近傍での作業がしにくく、一つひとつの作業を経時的に行わなければならず、同時に複数の作業を並行して行うことが難しく、作業効率が悪いという問題がある。 In the conventional method of lifting and moving a heavy member, a plurality of operations can be performed in parallel as long as a space for installing the Yamakoshi device and a sufficient work space are secured around the track. However, in a tunnel where the orbital space is restricted by surrounding the top, bottom, left, and right, and in a structural frame such as a digging structure where the upper side of the top, bottom, left, and right is open, the work space is restricted, and Yamakoshi equipment is installed. If this happens, it is difficult to work in the vicinity of the installation location, each work must be performed over time, it is difficult to perform a plurality of works in parallel at the same time, and there is a problem that work efficiency is poor.

本発明は上記課題を解決するためになされたもので、第1には、軌道が敷設された狭隘な構造躯体内でも作業効率の向上と省力化を図ることができる重量部材の吊り上げ移動機構とその吊り上げ移動方法を提供することを目的としている。また、第2には、作業効率の向上を図ることができる重量部材の吊り上げ移動機構に用いられる案内治具とその案内治具を用いた支持梁の装着方法を提供することを目的としている。 The present invention has been made to solve the above problems. First, a lifting and moving mechanism for a heavy member capable of improving work efficiency and saving labor even in a narrow structural frame in which a track is laid. The purpose is to provide a method of lifting and moving. Secondly, it is an object of the present invention to provide a guide jig used for a lifting and moving mechanism of a heavy member capable of improving work efficiency, and a method of mounting a support beam using the guide jig.

本発明の第1の発明の請求項1に係る重量部材の吊り上げ移動機構は、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、構造躯体上部の左右両側に、延長方向に沿って設けられる案内手段と、各案内手段にそれぞれ移動可能に取り付けられる複数の可動体と、両端が向かい合う可動体にそれぞれ吊支され、重量部材を着脱自在に連結して吊り上げる支持体とを備えて構成されることを特徴としている。 The lifting and moving mechanism for a heavy member according to claim 1 of the first aspect of the present invention is a mechanism for lifting and moving a heavy member in a structural skeleton in which a track is laid in an extension direction, and is a mechanism for lifting and moving the heavy member in the upper part of the structural skeleton. Guide means provided along the extension direction on both the left and right sides, a plurality of movable bodies movably attached to each guide means, and movable bodies having both ends facing each other are suspended and supported, and heavy members are detachably connected to each other. It is characterized in that it is provided with a support to be lifted.

本発明の第1の発明の請求項1に係る重量部材の吊り上げ移動機構では、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、構造躯体上部の左右両側に、延長方向に沿って設けられる案内手段と、各案内手段にそれぞれ移動可能に取り付けられる複数の可動体と、両端が向かい合う可動体にそれぞれ吊支され、重量部材を着脱自在に連結して吊り上げる支持体とを備えて構成されるようにしたことにより、重量部材を支持体に吊り上げた状態で移動させ、案内手段に沿って作業場所から離れた場所で待機させることができ、同時に複数の作業を行うことができる。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業効率が向上する。さらに、現場で、案内手段に取り付ける可動体の数を調整するだけで重量部材の長さに対応させることができる。 The lifting / moving mechanism for a heavy member according to claim 1 of the first aspect of the present invention is a mechanism for lifting and moving a heavy member in a structural skeleton in which a track is laid in an extension direction, and is a mechanism for lifting and moving the heavy member in the upper part of the structural skeleton. Guide means provided along the extension direction on both the left and right sides, a plurality of movable bodies movably attached to each guide means, and movable bodies having both ends facing each other are suspended and supported, and heavy members are detachably connected to each other. By providing a support for lifting the weight member, the heavy member can be moved while being lifted on the support, and can be made to stand by at a place away from the work place along the guide means, and at the same time, a plurality of members can be made to stand by. Can do the work of. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and work efficiency is improved. Further, in the field, the length of the heavy member can be adjusted only by adjusting the number of movable bodies attached to the guide means.

本発明の第1の発明の請求項2に係る重量部材の吊り上げ移動機構は、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、構造躯体上部の左右両側に、延長方向に沿って所定間隔毎に設けられたブラケットと、これらブラケットに連結されたガイドレールとを有する案内機構と、上部に第1の転動部材を有し前記ガイドレールに係脱自在に装着される支持梁と、この支持梁に吊支される第1の吊り上げ装置と、一端が支持梁に係止される連結部材とを有する複数の可動体ユニットと、両端に前記第1の吊り上げ装置の吊り上げ部と前記連結部材の他端がそれぞれ係脱自在に係止されるガータと、このガータに第2の転動部材を介して長手方向に変位可能に装着され、重量部材を着脱自在に連結して吊り上げる第2の吊り上げ装置とを有する支持体ユニットとを備えて構成されることを特徴としている。 The lifting and moving mechanism for a heavy member according to claim 2 of the first aspect of the present invention is a mechanism for lifting and moving a heavy member in a structural skeleton in which a track is laid in an extension direction, and is a mechanism for lifting and moving the heavy member in the upper part of the structural skeleton. A guide mechanism having brackets provided at predetermined intervals along the extension direction on both left and right sides and guide rails connected to these brackets, and a first rolling member at the upper part, which is engaged with the guide rails. A plurality of movable body units having a support beam that is detachably mounted, a first lifting device that is suspended and supported by the support beam, and a connecting member whose one end is locked to the support beam, and the first one at both ends. A garter in which the lifting portion of the lifting device 1 and the other end of the connecting member are respectively engaged and disengaged, and a heavy member mounted on the garter via a second rolling member so as to be displaceable in the longitudinal direction. It is characterized in that it is provided with a support unit having a second lifting device for lifting by detachably connecting the above.

本発明の第1の発明の請求項2に係る重量部材の吊り上げ移動機構では、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、構造躯体上部の左右両側に、延長方向に沿って所定間隔毎に設けられたブラケットと、これらブラケットに連結されたガイドレールとを有する案内機構と、上部に第1の転動部材を有し前記ガイドレールに係脱自在に装着される支持梁と、この支持梁に吊支される第1の吊り上げ装置と、一端が支持梁に係止される連結部材とを有する複数の可動体ユニットと、両端に前記第1の吊り上げ装置の吊り上げ部と前記連結部材の他端がそれぞれ係脱自在に係止されるガータと、このガータに第2の転動部材を介して長手方向に変位可能に装着され、重量部材を着脱自在に連結して吊り上げる第2の吊り上げ装置とを有する支持体ユニットとを備えて構成されるようにしたことにより、重量部材を支持体ユニットに吊り上げた状態で、案内機構に沿って作業場所から離れた場所で待機させることができ、同時に複数の作業を行うことができる。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業効率が向上する。さらに、現場で、案内機構に取り付ける可動体ユニットの数を調整するだけで重量部材の長さに対応させることができる。 The lifting and moving mechanism for a heavy member according to claim 2 of the first aspect of the present invention is a mechanism for lifting and moving a heavy member in a structural skeleton in which a track is laid in an extension direction, and is a mechanism for lifting and moving the heavy member in the upper part of the structural skeleton. A guide mechanism having brackets provided at predetermined intervals along the extension direction on both left and right sides and guide rails connected to these brackets, and a first rolling member at the upper part, which is engaged with the guide rails. A plurality of movable body units having a support beam that is detachably mounted, a first lifting device that is suspended and supported by the support beam, and a connecting member whose one end is locked to the support beam, and the first one at both ends. A garter in which the lifting portion of the lifting device 1 and the other end of the connecting member are respectively engaged and disengaged, and a heavy member mounted on the garter via a second rolling member so as to be displaceable in the longitudinal direction. By providing a support unit having a second lifting device that detachably connects and lifts the heavy members, the heavy members are lifted to the support unit and the work is performed along the guide mechanism. It can be made to stand by at a place away from the place, and multiple tasks can be performed at the same time. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and work efficiency is improved. Further, in the field, the length of the heavy member can be adjusted only by adjusting the number of movable body units attached to the guide mechanism.

また、本発明の第1の発明に係る重量部材の吊り上げ移動機構は、ガイドレールは、構造躯体の左右両壁上部または構造躯体の天井部左右両側に設けられ、複数の断面エ字状レール片を接続し所望の長さに延長して構成されることが好ましい。係る構成とすることにより、ガイドレールを作業内容に応じた長さにすることができる。さらに、ガイドレールの端部には、支持梁脱落防止用ストッパが設けられ、支持梁脱落防止用ストッパは、第1の転動部材が外部からガイドレールへ進入するのを許容し、ガイドレール内の第1の転動部材が外方へ脱落するのを阻止するよう構成されるようにしてもよい。係る構成とすることにより、支持梁が逸走してガイドレールから脱落することがなく、ガイドレールに支持梁を容易に装着することができる。また、第1の吊り上げ装置は、支持梁の下面中央に吊支され、連結部材は、一対のワイヤから構成され、各ワイヤの一端は、支持梁下面中央から等間隔を隔てて係止されるようにすることが好ましい。係る構成とすることにより、支持体ユニットは、支持梁にバランスよく連結される。 Further, in the lifting movement mechanism of the heavy member according to the first aspect of the present invention, the guide rails are provided on the upper left and right sides of the structural skeleton or on the left and right sides of the ceiling portion of the structural skeleton, and a plurality of cross-sectional E-shaped rail pieces are provided. It is preferable that the components are connected and extended to a desired length. With such a configuration, the guide rail can be lengthened according to the work content. Further, a stopper for preventing the support beam from falling off is provided at the end of the guide rail, and the stopper for preventing the support beam from falling off allows the first rolling member to enter the guide rail from the outside, and is inside the guide rail. It may be configured to prevent the first rolling member of the above from falling off. With such a configuration, the support beam does not escape and fall off from the guide rail, and the support beam can be easily attached to the guide rail. Further, the first lifting device is suspended and supported at the center of the lower surface of the support beam, the connecting member is composed of a pair of wires, and one end of each wire is locked at equal intervals from the center of the lower surface of the support beam. It is preferable to do so. With such a configuration, the support unit is connected to the support beam in a well-balanced manner.

さらに、ガータは、構造躯体の軌間方向幅に応じて長さを調整可能にするようにしてもよい。係る構成とすることにより、構造躯体の幅が異なってもガータの長さをその構造躯体の幅に対応させることができる。また、支持梁には、ガータの位置を検知する検知装置を設けることが好ましい。係る構成とすることにより、ガータの吊り上げ時、ガータが傾斜しないよう確認しながら吊り上げることができる。さらに、ガータの両端には、防護パッドを側壁に接離可能に伸縮させるアジャストパッドを設けることが好ましい。係る構成とすることにより、たとえ、ガータが軌間方向に揺れてもガータの端部が構造躯体の壁面に当たることがない。また、ガータには、水準器が取り付けられるようにしてもよい。係る構成とすることにより、ガータの水平を確認しながら作業を行うことができる。さらに、構造躯体は、上下左右が囲まれ軌道空間が制限されたトンネルまたは架構体、上下左右のうち上側が開放された掘込み構造体または架構体、あるいは軌床に組み立てられた仮設の工事用架構体を含むようにしてもよい。係る構成とすることにより、狭隘な空間でも作業を効率よく行うことができる。 Further, the garter may be made adjustable in length according to the inter-gauge width of the structural skeleton. With this configuration, the length of the garter can correspond to the width of the structural skeleton even if the width of the structural skeleton is different. Further, it is preferable that the support beam is provided with a detection device for detecting the position of the garter. With this configuration, when the garter is lifted, it can be lifted while checking that the garter does not tilt. Further, it is preferable to provide adjustment pads at both ends of the garter so that the protective pads can be attached to and detached from the side walls. With such a configuration, even if the garter swings in the gauge direction, the end portion of the garter does not hit the wall surface of the structural skeleton. Further, a spirit level may be attached to the garter. With such a configuration, the work can be performed while checking the level of the garter. Further, the structural frame is a tunnel or frame structure in which the upper, lower, left and right sides are surrounded and the track space is limited, an excavated structure or frame structure in which the upper side is open among the upper, lower, left and right sides, or a temporary construction work assembled on a track bed. It may include a frame structure. With such a configuration, work can be efficiently performed even in a narrow space.

本発明の第1の発明の請求項11に係る重量部材の吊り上げ移動方法は、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、重量部材を所定高さの支持体に連結した後、重量部材を吊り上げ、重量部材を吊り上げて保持したまま支持体を延長方向に移動させることを特徴としている。 The method for lifting and moving a heavy member according to claim 11 of the first aspect of the present invention is a method for lifting and moving a heavy member in a structural frame in which a track is laid in an extension direction. Is connected to a support having a predetermined height, then the heavy member is lifted, and the support is moved in the extension direction while the heavy member is lifted and held.

本発明の第1の発明の請求項11に係る重量部材の吊り上げ移動方法では、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、重量部材を所定高さの支持体に連結した後、重量部材を吊り上げ、重量部材を吊り上げて保持したまま支持体を延長方向に移動させるようにしたことにより、支持体に吊り上げられた重量部材を、作業場所から離れた場所で待機させることができ、同時に複数の作業を行うことができる。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業効率が向上する。 The method for lifting and moving a heavy member according to claim 11 of the first aspect of the present invention is a method for lifting and moving a heavy member in a structural frame in which a track is laid in an extension direction. Is connected to a support having a predetermined height, and then the heavy member is lifted, and the support is moved in the extension direction while the heavy member is lifted and held. It can be made to stand by at a place away from the place, and multiple tasks can be performed at the same time. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and work efficiency is improved.

本発明の第1の発明の請求項12に係る重量部材の吊り上げ移動方法は、延長方向軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、案内手段を、構造躯体上部の左右両側に、延長方向に沿って設ける第1のステップと、複数の可動体を、各案内手段にそれぞれ移動可能に取り付ける第2のステップと、支持体を、左右で向かい合う可動体に吊支する第3のステップと、支持体により重量部材を着脱自在に連結し、吊り上げて移動させる第4のステップとを有することを特徴としている。 The method for lifting and moving a heavy member according to claim 12 of the first aspect of the present invention is a method for lifting and moving a heavy member in a structural frame in which an extension direction track is laid, and the guiding means is provided. A first step provided along the extension direction on both the left and right sides of the upper part of the structural frame, a second step of movably attaching a plurality of movable bodies to each guide means, and a movable support body facing each other on the left and right sides. It is characterized by having a third step of suspending and supporting the body and a fourth step of detachably connecting a heavy member by a support and lifting and moving the heavy member.

本発明の第1の発明の請求項12に係る重量部材の吊り上げ移動方法では、延長方向軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、案内手段を、構造躯体上部の左右両側に、延長方向に沿って設ける第1のステップと、複数の可動体を、各案内手段にそれぞれ移動可能に取り付ける第2のステップと、支持体を、左右で向かい合う可動体に吊支する第3のステップと、支持体により重量部材を着脱自在に連結し、吊り上げて移動させる第4のステップとを有するようにしたことにより、重量部材を支持体ユニットに吊り上げた状態で、案内機構に沿って作業場所から離れた場所で待機させることができ、同時に複数の作業を行うことができる。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業効率が向上する。さらに、現場で、案内機構に取り付ける可動体ユニットの数を調整するだけで重量部材の長さに対応させることができる。 The method for lifting and moving a heavy member according to claim 12 of the first aspect of the present invention is a method for lifting and moving a heavy member in a structural frame in which an extension direction track is laid, wherein the guiding means is provided. A first step provided along the extension direction on both the left and right sides of the upper part of the structural frame, a second step of movably attaching a plurality of movable bodies to each guide means, and a movable support body facing each other on the left and right sides. A state in which the heavy member is lifted to the support unit by having a third step of suspending and supporting the body and a fourth step of detachably connecting the heavy member with a support and lifting and moving the heavy member. Therefore, it is possible to make the person stand by at a place away from the work place along the guide mechanism, and to perform a plurality of works at the same time. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and work efficiency is improved. Further, in the field, the length of the heavy member can be adjusted only by adjusting the number of movable body units attached to the guide mechanism.

本発明の第2の発明の請求項13に係る案内治具は、支持梁上部に設けられた転動部材を、ガイドレールに案内する案内治具であって、上面に転動部材の転動面が形成され、支持梁と転動部材との間に差し入れ可能に構成されるとともに、一端がガイドレール端部に導かれると、前記転動面がガイドレールの転動部材走行面とほぼ同一レベルに合致するように構成されることを特徴としている。 The guide jig according to claim 13 of the second aspect of the present invention is a guide jig that guides the rolling member provided on the upper part of the support beam to the guide rail, and the rolling member rolls on the upper surface. A surface is formed so that it can be inserted between the support beam and the rolling member, and when one end is guided to the end of the guide rail, the rolling surface is almost the same as the rolling member running surface of the guide rail. It is characterized by being configured to match the level.

本発明の第2の発明の請求項13に係る案内治具では、支持梁上部に設けられた転動部材を、ガイドレールに案内する案内治具であって、上面に転動部材の転動面が形成され、支持梁と転動部材との間に差し入れ可能に構成されるとともに、一端がガイドレール端部に導かれると、前記転動面がガイドレールの転動部材走行面とほぼ同一レベルに合致するように構成されることにより、案内治具を支持梁と転動部材との間に差し入れて、案内治具を支持梁と一体に吊り上げ、案内治具の一端をガイドレール端部に導くと、案内治具の転動面とガイドレールの転動部材走行面とがほぼ同一レベルに合致する。支持梁をガイドレール側に移動させると、転動部材はガイドレールの転動部材走行面に導かれるので、支持梁を容易にガイドレールに導くことができ、作業効率が向上する。 The guide jig according to claim 13 of the second invention of the present invention is a guide jig that guides the rolling member provided on the upper part of the support beam to the guide rail, and the rolling member rolls on the upper surface. A surface is formed so that it can be inserted between the support beam and the rolling member, and when one end is guided to the end of the guide rail, the rolling surface is almost the same as the rolling member running surface of the guide rail. By being configured to match the level, the guide jig is inserted between the support beam and the rolling member, the guide jig is lifted integrally with the support beam, and one end of the guide rail is at the end of the guide rail. When guided to, the rolling surface of the guide jig and the rolling member running surface of the guide rail match at almost the same level. When the support beam is moved to the guide rail side, the rolling member is guided to the rolling member running surface of the guide rail, so that the support beam can be easily guided to the guide rail, and the work efficiency is improved.

本発明の第2の発明の請求項14に係る案内治具は、支持梁上部に設けられた転動部材を、縦壁を有するガイドレールに案内する案内治具であって、上面に転動部材の転動面が形成された転動部を有し、支持梁と転動部材との間に差し入れ可能な平板材と、転動部の端部上方から外側に突出し、ガイドレールの縦壁を挟み込み可能な位置決め部と、平板材の下面端部から外側に突出して設けられ、ガイドレール下面に当接して上方への変位が規制されるとともに、平板材の転動面をガイドレールの転動部材走行面とほぼ同一レベルに合致させる規制部とを有して構成されることを特徴としている。 The guide jig according to claim 14 of the second aspect of the present invention is a guide jig that guides a rolling member provided on an upper portion of a support beam to a guide rail having a vertical wall, and rolls to the upper surface. It has a rolling portion on which the rolling surface of the member is formed, a flat plate material that can be inserted between the support beam and the rolling member, and a vertical wall of the guide rail that protrudes outward from above the end of the rolling portion. A positioning part that can sandwich the flat material and a positioning part that protrudes outward from the lower end of the flat plate material, abuts on the lower surface of the guide rail to regulate upward displacement, and the rolling surface of the flat plate material rolls on the guide rail. It is characterized by having a regulating part that matches the traveling surface of the moving member at almost the same level.

本発明の第2の発明の請求項14に係る案内治具では、支持梁上部に設けられた転動部材を、縦壁を有するガイドレールに案内する案内治具であって、上面に転動部材の転動面が形成された転動部を有し、支持梁と転動部材との間に差し入れ可能な平板材と、転動部の端部上方から外側に突出し、ガイドレールの縦壁を挟み込み可能な位置決め部と、平板材の下面端部から外側に突出して設けられ、ガイドレール下面に当接して上方への変位が規制されるとともに、平板材の転動面をガイドレールの転動部材走行面とほぼ同一レベルに合致させる規制部とを有して構成されるようにしたことにより、案内治具を支持梁と転動部材との間に差し入れて、案内治具を支持梁と一体に吊り上げ、案内治具の位置決め部をガイドレールの縦壁に挟み込み、規制部をガイドレール下面に当接させると、案内治具の転動部端部とガイドレールの端部とが正確に突き合わせられ、案内治具の転動部の転動面とガイドレールの転動部材走行面とがほぼ同一レベルに合致する。支持梁をガイドレール側に移動させると、転動部材はガイドレールの転動部材走行面に導かれるので、支持梁を容易にガイドレールに導くことができ、作業効率が向上する。 The guide jig according to claim 14 of the second invention of the present invention is a guide jig that guides a rolling member provided on an upper portion of a support beam to a guide rail having a vertical wall, and rolls to the upper surface. It has a rolling portion on which the rolling surface of the member is formed, a flat plate material that can be inserted between the support beam and the rolling member, and a vertical wall of the guide rail that protrudes outward from above the end of the rolling portion. A positioning part that can sandwich the flat material and a positioning part that protrudes outward from the lower end of the flat plate material, abuts on the lower surface of the guide rail to regulate upward displacement, and the rolling surface of the flat plate material rolls on the guide rail. By having a regulating part that matches the running surface of the moving member at almost the same level, the guide rail is inserted between the support beam and the rolling member, and the guide jig is supported by the support beam. When the positioning part of the guide rail is sandwiched between the vertical walls of the guide rail and the regulation part is brought into contact with the lower surface of the guide rail, the end of the rolling part of the guide rail and the end of the guide rail are accurate. The rolling surface of the rolling portion of the guide jig and the running surface of the rolling member of the guide rail match at almost the same level. When the support beam is moved to the guide rail side, the rolling member is guided to the rolling member running surface of the guide rail, so that the support beam can be easily guided to the guide rail, and the work efficiency is improved.

本発明の第2の発明の請求項15に係る案内治具を用いた支持梁の装着方法は、支持梁上部に設けられた転動部材と支持梁との間に差し入れられる案内治具を用いて、支持梁の転動部材を、構造躯体上部に延長方向に延設されたガイドレールに案内して支持梁をガイドレールに装着する支持梁の装着方法であって、支持梁と転動部材との間に案内治具を差し入れる第1のステップと、案内治具を支持梁と一体に引き上げ、ガイドレールの端部に案内治具の端部を配置して突き合わせる第2のステップと、支持梁をガイドレール側に移動させ、転動部材をガイドレールの転動部材走行面に導く第3のステップとを有するようにしたことを特徴としている。 The method of mounting the support beam using the guide beam according to claim 15 of the second invention of the present invention uses a guide jig inserted between the rolling member provided on the upper portion of the support beam and the support beam. This is a method of mounting a support beam by guiding the rolling member of the support beam to a guide rail extending in the extension direction on the upper part of the structural frame and mounting the support beam on the guide rail. The first step of inserting the guide jig between the two, and the second step of pulling up the guide jig integrally with the support beam and arranging the end of the guide jig at the end of the guide rail to abut each other. It is characterized by having a third step of moving the support beam to the guide rail side and guiding the rolling member to the rolling member running surface of the guide rail.

本発明の第2の発明の請求項15に係る案内治具を用いた支持梁の装着方法では、支持梁上部に設けられた転動部材と支持梁との間に差し入れられる案内治具を用いて、支持梁の転動部材を、構造躯体上部に延長方向に延設されたガイドレールに案内して支持梁をガイドレールに装着する支持梁の装着方法であって、支持梁と転動部材との間に案内治具を差し入れる第1のステップと、案内治具を支持梁と一体に引き上げ、ガイドレールの端部に案内治具の端部を配置して突き合わせる第2のステップと、支持梁をガイドレール側に移動させ、転動部材をガイドレールの転動部材走行面に導く第3のステップとを有するようにしたことにより、第1のステップで、案内治具を支持梁と転動部材との間に差し入れ、第2のステップで、案内治具を支持梁と一体に引き上げ、ガイドレールの端部に案内治具の端部を配置して突き合わせ、第3のステップで、支持梁をガイドレール側に移動させると、転動部材がガイドレールの走行面に導かれ、支持梁を容易にガイドレールに導くことができ、作業効率が向上する。 In the method of mounting the support beam using the guide beam according to claim 15 of the second invention of the present invention, a guide jig inserted between the rolling member provided on the upper portion of the support beam and the support beam is used. This is a method of mounting the support beam by guiding the rolling member of the support beam to a guide rail extending in the extension direction on the upper part of the structural frame and mounting the support beam on the guide rail. The first step of inserting the guide jig between the two, and the second step of pulling up the guide jig integrally with the support beam and arranging the end of the guide jig at the end of the guide rail to abut each other. By moving the support beam to the guide rail side and having a third step of guiding the rolling member to the rolling member running surface of the guide rail, the guide beam is supported in the first step. Insert it between the and the rolling member, pull up the guide jig integrally with the support beam in the second step, place the end of the guide jig at the end of the guide rail and butt it, and in the third step When the support beam is moved to the guide rail side, the rolling member is guided to the traveling surface of the guide rail, the support beam can be easily guided to the guide rail, and the work efficiency is improved.

また、本発明の第2の発明に係る案内治具を用いた支持梁の装着方法は、ガイドレール端部近傍の側壁に滑車を取り付け、第2のステップで、案内治具を引き上げるようにすることが好ましい。係る構成とすることにより、案内治具の引き上げが容易になる。さらに、本発明に係る案内治具を用いた支持梁の装着方法は、案内治具の端部を、ガイドレールの端部に突き合わせて配置し、ガイドレールから支持梁を移動させて転動部材を案内治具に導き、案内治具と支持梁を引き下ろしてガイドレールから支持梁を離脱させるようにしてもよい。係る構成とすることにより、支持梁をガイドレールから容易に離脱させることができる。 Further, in the method of mounting the support beam using the guide jig according to the second invention of the present invention, a pulley is attached to the side wall near the end of the guide rail, and the guide jig is pulled up in the second step. Is preferable. With such a configuration, the guide jig can be easily pulled up. Further, in the method of mounting the support beam using the guide jig according to the present invention, the end portion of the guide jig is arranged so as to abut against the end portion of the guide rail, and the support beam is moved from the guide rail to move the rolling member. May be guided to the guide jig, and the guide jig and the support beam may be pulled down to separate the support beam from the guide rail. With such a configuration, the support beam can be easily separated from the guide rail.

本発明の第1の発明の請求項1に係る重量部材の吊り上げ移動機構は、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、構造躯体上部の左右両側に、延長方向に沿って設けられる案内手段と、各案内手段にそれぞれ移動可能に取り付けられる複数の可動体と、両端が向かい合う可動体にそれぞれ吊支され、重量部材を着脱自在に連結して吊り上げる支持体とを備えて構成されるようにしたので、同時に複数の作業を行うことができ、作業効率が向上する。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業性がよくなる。 The lifting and moving mechanism for a heavy member according to claim 1 of the first aspect of the present invention is a mechanism for lifting and moving a heavy member in a structural skeleton in which a track is laid in an extension direction, and is a mechanism for lifting and moving the heavy member in the upper part of the structural skeleton. Guide means provided along the extension direction on both the left and right sides, a plurality of movable bodies movably attached to each guide means, and movable bodies having both ends facing each other are suspended and supported, and heavy members are detachably connected to each other. Since it is configured to be provided with a support for lifting, it is possible to perform a plurality of operations at the same time, and the work efficiency is improved. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and workability is improved.

本発明の第1の発明の請求項2に係る重量部材の吊り上げ移動機構は、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、構造躯体上部の左右両側に、延長方向に沿って所定間隔毎に設けられたブラケットと、これらブラケットに連結されたガイドレールとを有する案内機構と、上部に第1の転動部材を有し前記ガイドレールに係脱自在に装着される支持梁と、この支持梁に吊支される第1の吊り上げ装置と、一端が支持梁に係止される連結部材とを有する複数の可動体ユニットと、両端に前記第1の吊り上げ装置の吊り上げ部と前記連結部材の他端がそれぞれ係脱自在に係止されるガータと、このガータに第2の転動部材を介して長手方向に変位可能に装着され、重量部材を着脱自在に連結して吊り上げる第2の吊り上げ装置とを有する支持体ユニットとを備えて構成されるようにしたので、同時に複数の作業を行うことができ、作業効率が向上する。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業性がよくなる。 The lifting and moving mechanism for a heavy member according to claim 2 of the first aspect of the present invention is a mechanism for lifting and moving a heavy member in a structural skeleton in which a track is laid in an extension direction, and is a mechanism for lifting and moving the heavy member in the upper part of the structural skeleton. A guide mechanism having brackets provided at predetermined intervals along the extension direction on both left and right sides and guide rails connected to these brackets, and a first rolling member at the upper part, which is engaged with the guide rails. A plurality of movable body units having a support beam that is detachably mounted, a first lifting device that is suspended and supported by the support beam, and a connecting member whose one end is locked to the support beam, and the first one at both ends. A garter in which the lifting portion of the lifting device 1 and the other end of the connecting member are respectively engaged and disengaged, and a heavy member mounted on the garter via a second rolling member so as to be displaceable in the longitudinal direction. Since it is configured to be provided with a support unit having a second lifting device that is detachably connected and lifted, a plurality of operations can be performed at the same time, and work efficiency is improved. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and workability is improved.

本発明の第1の発明の請求項11に係る重量部材の吊り上げ移動方法は、延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、重量部材を所定高さの支持体に連結した後、重量部材を吊り上げ、重量部材を吊り上げて保持したまま支持体を延長方向に移動させるようにしたので、同時に複数の作業を行うことができ、作業効率が向上する。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業性がよくなる。 The method for lifting and moving a heavy member according to claim 11 of the first aspect of the present invention is a method for lifting and moving a heavy member in a structural frame in which a track is laid in an extension direction. After connecting to a support of a predetermined height, the heavy member is lifted, and the support is moved in the extension direction while the heavy member is lifted and held, so that multiple operations can be performed at the same time, and work efficiency is achieved. Is improved. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and workability is improved.

本発明の第1の発明の請求項12に係る重量部材の吊り上げ移動方法は、延長方向軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、案内手段を、構造躯体上部の左右両側に、延長方向に沿って設ける第1のステップと、複数の可動体を、各案内手段にそれぞれ移動可能に取り付ける第2のステップと、支持体を、左右で向かい合う可動体に吊支する第3のステップと、支持体により重量部材を着脱自在に連結し、吊り上げて移動させる第4のステップとを有するようにしたので、同時に複数の作業を行うことができ、作業効率が向上する。また、道床に山越器等の障害物が存在しなくなるので作業しやすくなり作業性がよくなる。 The method for lifting and moving a heavy member according to claim 12 of the first aspect of the present invention is a method for lifting and moving a heavy member in a structural frame in which an extension direction track is laid, and the guiding means is provided. A first step provided along the extension direction on both the left and right sides of the upper part of the structural frame, a second step of movably attaching a plurality of movable bodies to each guide means, and a movable support body facing each other on the left and right sides. Since it has a third step of suspending and supporting the body and a fourth step of detachably connecting heavy members by a support and lifting and moving them, it is possible to perform a plurality of operations at the same time. Efficiency is improved. In addition, since there are no obstacles such as Yamakoshi on the trackbed, it becomes easier to work and workability is improved.

本発明の第2の発明の請求項13に係る案内治具は、支持梁上部に設けられた転動部材を、ガイドレールに案内する案内治具であって、上面に転動部材の転動面が形成され、支持梁と転動部材との間に差し入れ可能に構成されるとともに、一端がガイドレール端部に導かれると、前記転動面がガイドレールの転動部材走行面とほぼ同一レベルに合致するように構成されるようにしたので、支持梁を容易にガイドレールに導くことができ、作業効率が向上する。 The guide jig according to claim 13 of the second aspect of the present invention is a guide jig that guides the rolling member provided on the upper part of the support beam to the guide rail, and the rolling member rolls on the upper surface. A surface is formed so that it can be inserted between the support beam and the rolling member, and when one end is guided to the end of the guide rail, the rolling surface is almost the same as the rolling member running surface of the guide rail. Since it is configured to match the level, the support beam can be easily guided to the guide rail, and the work efficiency is improved.

本発明の第2の発明の請求項14に係る案内治具は、支持梁上部に設けられた転動部材を、縦壁を有するガイドレールに案内する案内治具であって、上面に転動部材の転動面が形成された転動部を有し、支持梁と転動部材との間に差し入れ可能な平板材と、転動部の端部上方から外側に突出し、ガイドレールの縦壁を挟み込み可能な位置決め部と、平板材の下面端部から外側に突出して設けられ、ガイドレール下面に当接して上方への変位が規制されるとともに、平板材の転動面をガイドレールの転動部材走行面とほぼ同一レベルに合致させる規制部とを有して構成するようにしたので、支持梁を容易にガイドレールに導くことができ、作業効率が向上する。 The guide jig according to claim 14 of the second aspect of the present invention is a guide jig that guides a rolling member provided on an upper portion of a support beam to a guide rail having a vertical wall, and rolls to the upper surface. It has a rolling portion on which the rolling surface of the member is formed, a flat plate material that can be inserted between the support beam and the rolling member, and a vertical wall of the guide rail that protrudes outward from above the end of the rolling portion. A positioning part that can sandwich the flat material and a positioning part that protrudes outward from the lower end of the flat plate material, abuts on the lower surface of the guide rail to regulate upward displacement, and the rolling surface of the flat plate material rolls on the guide rail. Since it is configured to have a regulating portion that matches the traveling surface of the moving member at almost the same level, the support beam can be easily guided to the guide rail, and the work efficiency is improved.

本発明の第2の発明の請求項15に係る案内治具を用いた支持梁の装着方法は、支持梁上部に設けられた転動部材と支持梁との間に差し入れられる案内治具を用いて、支持梁の転動部材を、構造躯体上部に延長方向に延設されたガイドレールに案内して支持梁をガイドレールに装着する支持梁の装着方法であって、支持梁と転動部材との間に案内治具を差し入れる第1のステップと、案内治具を支持梁と一体に引き上げ、ガイドレールの端部に案内治具の端部を配置して突き合わせる第2のステップと、支持梁をガイドレール側に移動させ、転動部材をガイドレールの転動部材走行面に導く第3のステップとを有するようにしたので、支持梁を容易にガイドレールに導くことができ、作業効率が向上する。 The method of mounting the support beam using the guide beam according to claim 15 of the second invention of the present invention uses a guide jig inserted between the rolling member provided on the upper portion of the support beam and the support beam. This is a method of mounting the support beam by guiding the rolling member of the support beam to a guide rail extending in the extension direction on the upper part of the structural frame and mounting the support beam on the guide rail. The first step of inserting the guide jig between the two, and the second step of pulling up the guide jig integrally with the support beam and arranging the end of the guide jig at the end of the guide rail to abut each other. Since the support beam is moved to the guide rail side and has a third step of guiding the rolling member to the rolling member running surface of the guide rail, the support beam can be easily guided to the guide rail. Work efficiency is improved.

図1は、本発明の第1の発明の一実施形態に係る重量部材の吊り上げ移動機構の全体構成を示す全体構成図である。FIG. 1 is an overall configuration diagram showing an overall configuration of a lifting and moving mechanism for a heavy member according to an embodiment of the first invention of the present invention. 図2の(A)ないし(C)はそれぞれ、図1の重量部材の吊り上げ移動機構の構造躯体天井面から見た平面図、構造躯体側壁の可動ユニットを示す説明図および構造躯体内の重量部材の吊り上げ移動機構を示す正面図である。(A) to (C) of FIG. 2 are a plan view of the lifting movement mechanism of the heavy member of FIG. 1 as seen from the ceiling surface of the structural skeleton, an explanatory view showing a movable unit of the side wall of the structural skeleton, and a heavy member in the structural skeleton. It is a front view which shows the lifting movement mechanism of. 図3の(A)ないし(C)はそれぞれ、図1の重量部材の吊り上げ移動機構のガイドレールを示す一部省略平面図、そのガイドレールの一部省略側面図およびガイドレールの正面図である。3A to 3C are a partially omitted plan view showing a guide rail of the lifting movement mechanism of the heavy member of FIG. 1, a partially omitted side view of the guide rail, and a front view of the guide rail, respectively. .. 図4の(A)および(B)はそれぞれ、図1の可動体ユニットの支持梁を示す平面図および可動体ユニットを示す側面図である。4A and 4B are a plan view showing a support beam of the movable body unit of FIG. 1 and a side view showing the movable body unit, respectively. 図5は、図1の重量部材の吊り上げ移動機構の支持体ユニットの側面図である。レール吊上器の配置の一例を示す説明図である。FIG. 5 is a side view of the support unit of the lifting movement mechanism of the heavy member of FIG. It is explanatory drawing which shows an example of arrangement of a rail hoist. 図6は、可動体ユニットのギヤードトロリを示す説明図である。FIG. 6 is an explanatory view showing a geared trolley of the movable body unit. 図7は、支持梁にチェーンブロックとワイヤを吊り下げた状態を示す説明図である。FIG. 7 is an explanatory view showing a state in which a chain block and a wire are suspended from a support beam. 図8は、支持梁に設けたガータの位置検出装置を示す説明図である。FIG. 8 is an explanatory view showing a position detecting device for a garter provided on a support beam. 図9の(A)ないし(C)はそれぞれ、図1のガータのI−I線断面図、II−II線断面図および要部の拡大側面図である。9 (A) to 9 (C) are a cross-sectional view taken along line I-I, a cross-sectional view taken along line II-II, and an enlarged side view of a main part of the garter of FIG. 1, respectively. 図10の(A)ないし(C)はそれぞれ、本発明の第2の発明の一実施形態に係る案内治具の平面図、側面図および下面図である。10A to 10C are a plan view, a side view, and a bottom view of a guide jig according to an embodiment of the second invention of the present invention, respectively. 図11は、図10の案内治具のIII−III線断面図である。FIG. 11 is a cross-sectional view taken along the line III-III of the guide jig of FIG. 図12は、図10の案内治具の正面図である。FIG. 12 is a front view of the guide jig of FIG. 図13の(A)および(B)はそれぞれ、ガイドレールのストッパと案内治具の装着および取り外し時の状態を示す説明図である。13A and 13B are explanatory views showing a state when the stopper of the guide rail and the guide jig are attached and detached, respectively. 図14の(A)ないし(C)はそれぞれ、図10の案内治具を用いて可動体ユニットの支持梁をガイドレールに装着する工程を、順を追って説明する説明図である。14 (A) to 14 (C) are explanatory views for step by step explaining the steps of mounting the support beam of the movable body unit on the guide rail using the guide jig of FIG. 図15の(A)ないし(D)はそれぞれ、軌道空間が閉塞された構造躯体の例を示す説明図である。15A to 15D are explanatory views showing an example of a structural skeleton in which the orbital space is closed, respectively. 図16は、構造躯体を、軌床に組み立てられた仮設の工事用の骨組み構造から構成した場合の例を示す説明図である。FIG. 16 is an explanatory view showing an example in which the structural skeleton is composed of a temporary construction frame structure assembled on a track bed.

以下、図面に示す一の実施形態により本発明の第1の発明を説明する。本発明の第1の発明の一実施形態に係る重量部材の吊り上げ移動機構2は、延長方向に軌道が敷設され上下左右が囲まれたトンネル(構造躯体)3内で軌框や分岐器のような長尺の重量部材Wを吊り上げて移動するもので、トンネル3内に設けられる。この重量部材の吊り上げ移動機構2は、図1および図2に示すように、案内機構(案内手段)6と可動体ユニット(可動体)24と支持体ユニット(支持体)42とを備えて構成される。案内機構6は、トンネル3の左右両側壁3A、3Bの上部に延長方向に沿って所定間隔毎に設けられたブラケット4とこれらブラケット4に連結されるガイドレール5を備えている。可動体ユニット24は、上部の両端に一対のトロリ11、12を有しガイドレール5に係脱自在に装着される支持梁13を備えている。支持体ユニット42は、両端が、両側壁3A、3B側の、向かい合う支持梁13A、13Bにそれぞれ吊支され、重量部材Wを着脱自在に連結して吊り上げるガータ31を備えている。可動体ユニット24は、上部の両端に一対のトロリ(第1の転動部材)11、12を有し、ガイドレール5に係脱自在に装着される支持梁13を備えて構成される。支持体ユニット42は、両端が、両側壁3A、3B側の、向かい合う支持梁13A、13Bにそれぞれ吊支され、重量部材Wを着脱自在に連結して吊り上げるガータ31を備えて構成される。 Hereinafter, the first invention of the present invention will be described with reference to one embodiment shown in the drawings. The lifting movement mechanism 2 for a heavy member according to an embodiment of the first aspect of the present invention is like a railroad stile or a turnout in a tunnel (structural frame) 3 in which a track is laid in an extension direction and is surrounded by vertical and horizontal sides. A long heavy member W is lifted and moved, and is provided in the tunnel 3. As shown in FIGS. 1 and 2, the lifting movement mechanism 2 of the heavy member includes a guide mechanism (guidance means) 6, a movable body unit (movable body) 24, and a support unit (support) 42. Will be done. The guide mechanism 6 includes brackets 4 provided on the upper left and right side walls 3A and 3B of the tunnel 3 at predetermined intervals along the extension direction, and guide rails 5 connected to these brackets 4. The movable body unit 24 has a pair of trolleys 11 and 12 at both ends of the upper portion, and includes a support beam 13 that is detachably mounted on the guide rail 5. The support unit 42 is provided with a garter 31 whose both ends are suspended and supported by the support beams 13A and 13B facing each other on the side walls 3A and 3B, respectively, and the heavy member W is detachably connected and lifted. The movable body unit 24 has a pair of trolleys (first rolling members) 11 and 12 at both ends of the upper portion, and includes a support beam 13 that is detachably mounted on the guide rail 5. The support unit 42 is configured to include a garter 31 having both ends suspended and supported by the supporting beams 13A and 13B facing each other on the side walls 3A and 3B, respectively, and the heavy member W is detachably connected and lifted.

案内機構6のブラケット4は、図2の(B)、(C)に示すように、両側壁3A、3Bの最上部で、天井に近い部位に取り付けられる。案内機構6のガイドレール5は、複数の断面エ字状レール片(H型鋼)を接続し所望の長さL(本実施形態では、例えば、82m)となるように水平を確保して設置される。ガイドレール5は中央に縦壁5Aを有し、縦壁5Aの下側平坦面がトロリ11、12の走行面となっている。ガイドレール5の一端には、図2の(A)および図13の(A)、(B)に示すように、第1の支持梁脱落防止用ストッパ7が、他端には、後述するトロリ11,12外側からの進入を許容し、ガイドレール5上にあるトロリ11、12が外側へ脱落するのを阻止する第2の支持梁脱落防止用ストッパ8が設けられる。この第2の支持梁脱落防止用ストッパ8は、図3および図10に示すように、ガイドレール5からトロリ11、12を外側へ取り外す際には、脱落を阻止するストッパを強制的に解除する解除レバー9を備えている。この第2の支持梁脱落防止用ストッパ8は、ガイドレール5内のトロリ11、12が外方へ脱落するのを阻止し、トロリ11、12が外部からガイドレール5へ進入するのを許すよう構成され、取り外し時には、人力により解除レバー9を操作して強制的にストッパ機能を解除するようになっている。例えば、第2の支持梁脱落防止用ストッパ8は、図示しない軸芯が軌間方向に合致するピンにストッパ板の中心を嵌装して弾発付勢させて構成し、トロリが外側から付勢力に抗して進入する際には進入を許容し、ガイドレール5から外側に向かって走行する際には走行をブロックするよう構成し、解除レバー9により外側への走行を許容させるようにしている。 As shown in FIGS. 2B and 2C, the bracket 4 of the guide mechanism 6 is attached to the uppermost portions of the side walls 3A and 3B near the ceiling. The guide rail 5 of the guide mechanism 6 is installed so as to connect a plurality of cross-section E-shaped rail pieces (H-shaped steel) and secure a horizontal length so as to have a desired length L (for example, 82 m in this embodiment). Rail. The guide rail 5 has a vertical wall 5A in the center, and the lower flat surface of the vertical wall 5A is a running surface of the trolleys 11 and 12. As shown in (A) of FIG. 2 and (A) and (B) of FIG. 13, one end of the guide rail 5 is a stopper 7 for preventing the first support beam from falling off, and the other end is a trolley described later. A second support beam dropout prevention stopper 8 is provided to allow entry from the outside of 11 and 12 and prevent the trolleys 11 and 12 on the guide rail 5 from falling off to the outside. As shown in FIGS. 3 and 10, when the trolleys 11 and 12 are removed from the guide rail 5 to the outside, the second support beam stopper 8 forcibly releases the stopper that prevents the stopper from falling off. A release lever 9 is provided. The second support beam dropout prevention stopper 8 prevents the trolleys 11 and 12 in the guide rail 5 from falling out, and allows the trolleys 11 and 12 to enter the guide rail 5 from the outside. At the time of removal, the release lever 9 is manually operated to forcibly release the stopper function. For example, the second support beam dropout prevention stopper 8 is configured by fitting the center of the stopper plate to a pin whose shaft core (not shown) coincides with the gauge direction and elastically urging it, and the trolley urges the trolley from the outside. It is configured to allow entry when approaching against, and to block travel when traveling outward from the guide rail 5, and to allow outward travel by the release lever 9. ..

このように、案内機構6は、ブラケット4とこれらブラケット4に連結されたガイドレール5とガイドレール5の両端にそれぞれ設けられた第1の支持梁脱落防止用ストッパ7と第2の支持梁脱落防止用ストッパ8とを有して構成される。案内機構6は、作業場所だけでなく作業場所から離れた場所まで重量部材Wを移動させて待機させることができる距離を延長方向に確保するようになっている。すなわち、本発明では、狭隘なトンネル3の軌間方向の幅の作業上の制約を、作業場所から離れた延長方向の空間を、特にトンネル3の上方の空間を有効に利用することで作業効率の向上を図るようにしている。 In this way, the guide mechanism 6 includes the bracket 4, the guide rail 5 connected to the bracket 4, and the first support beam dropout prevention stopper 7 and the second support beam dropout provided at both ends of the guide rail 5, respectively. It is configured to have a stopper 8 for prevention. The guide mechanism 6 is adapted to secure a distance in the extension direction in which the heavy member W can be moved to a place away from the work place and is made to stand by as well as the work place. That is, in the present invention, the work efficiency is improved by effectively utilizing the work restriction of the width in the gauge direction of the narrow tunnel 3 and the space in the extension direction away from the work place, particularly the space above the tunnel 3. I am trying to improve it.

支持梁13は、所定の長さ(本実施形態では、2500mm)のH型鋼から構成され、両側壁3A、3B側の、向かい合う支持梁13A、13Bが、ガータ31を支持するようになっている。支持梁13の上面両端には、図4および図6に示すように、鍔付きヒンジピン23、23が設けられ、トロリ11、12にそれぞれ係止される。支持梁13の下面中央には、図4および図7に示すように、U字状係止部14が設けられ、チェーンブロック15(第1の吊り上げ装置)が係止される。このチェーンブロック15は、下端にフック16を有し、ガータ31の両端に設けられたヒンジピン32に離脱可能に係止される。支持梁13下面には、図7に示すように、一対のワイヤ(連結部材)17,18がそれぞれ、U字状係止部14から等距離隔てて懸吊される。すなわち、これらワイヤ17、18の上側環状端部17A、18Aは、支持梁13のU字状係止部14から等間隔を隔てて設けられた鍔付きヒンジピン19、19に係止され、下側環状端部17B、18Bが自由端となっている。これら下側環状端部17B、18Bは、チェーンブロック15、15がガータ31を吊り上げて所定の高さに達すると、ガータ31の両端に設けられた舌付きピン33A、33Bに係止され、チェーンブロック15、15のフック16、16がヒンジピン32から外されると、これら一対のワイヤ17、18が、ほぼ60度の角度でガータ31を支持梁13にバランスよく安定させて支持するようになっている。つまり、ワイヤ17、18が等辺三角形の2等辺をなすようになっている。 The support beam 13 is made of H-shaped steel having a predetermined length (2,500 mm in the present embodiment), and the support beams 13A and 13B facing each other on the side walls 3A and 3B support the garter 31. .. As shown in FIGS. 4 and 6, flanged hinge pins 23 and 23 are provided at both ends of the upper surface of the support beam 13, and are locked to the trolleys 11 and 12, respectively. As shown in FIGS. 4 and 7, a U-shaped locking portion 14 is provided at the center of the lower surface of the support beam 13, and the chain block 15 (first lifting device) is locked. The chain block 15 has hooks 16 at the lower ends and is detachably locked to hinge pins 32 provided at both ends of the garter 31. As shown in FIG. 7, a pair of wires (connecting members) 17 and 18 are suspended from the lower surface of the support beam 13 at equal distances from the U-shaped locking portion 14, respectively. That is, the upper annular end portions 17A and 18A of the wires 17 and 18 are locked to the flanged hinge pins 19 and 19 provided at equal intervals from the U-shaped locking portion 14 of the support beam 13 and are locked to the lower side. The annular ends 17B and 18B are free ends. When the chain blocks 15 and 15 lift the garter 31 and reach a predetermined height, the lower annular ends 17B and 18B are locked to the tongue pins 33A and 33B provided at both ends of the garter 31 to form a chain. When the hooks 16 and 16 of the blocks 15 and 15 are removed from the hinge pins 32, these pair of wires 17 and 18 support the garter 31 on the support beam 13 in a well-balanced manner at an angle of approximately 60 degrees. ing. That is, the wires 17 and 18 form an isosceles triangle.

トロリ11、12は、一方がプレーントロリ11から、他方がギヤードトロリ12(図6参照)から構成される。左右両側壁3A、3B側でそれぞれ向き合う各支持梁13A、13Bには、図8に示すように、ガータ31をチェーンブロック15、15で吊り上げる際に、ガータ31の位置を検知する検知装置20が設けられる。検知装置20は、ガータ31を支持する両支持梁13、13のうち、一方の支持梁13Aに設けられたレーザ照射装置21と、他方の支持梁13Bに設けられ、照射されたレーザ光を受けてガータ31の位置がずれているかどうかが表示されるインジケータ22とを備えて構成される。このように、可動体ユニット24は、支持梁13とトロリ11、12とチェーンブロック15とワイヤ17、18と検知装置20とを有して構成される。可動体ユニット24は、左右のガイドレール5、5に多数装着可能になっている。搬出入する重量部材Wの重さと寸法が決まっていれば、それに応じた数の可動体ユニット24を装着するようになっている。 The trolleys 11 and 12 are composed of a plain trolley 11 on one side and a geared trolley 12 (see FIG. 6) on the other side. As shown in FIG. 8, detection devices 20 for detecting the position of the garter 31 when the garter 31 is lifted by the chain blocks 15 and 15 are attached to the support beams 13A and 13B facing each other on the left and right side walls 3A and 3B, respectively. Provided. The detection device 20 is provided on the laser irradiation device 21 provided on one of the support beams 13A and the other support beam 13B among the two support beams 13 and 13 that support the garter 31, and receives the irradiated laser light. It is configured to include an indicator 22 for displaying whether or not the position of the garter 31 is deviated. As described above, the movable body unit 24 includes the support beam 13, the trolleys 11 and 12, the chain block 15, the wires 17 and 18, and the detection device 20. A large number of movable body units 24 can be mounted on the left and right guide rails 5, 5. If the weight and dimensions of the weight member W to be carried in and out are determined, the number of movable body units 24 corresponding to the weight and dimensions are determined.

ガータ31は、図1に示すように、異なる寸法の複数のH型鋼31A、31Bを、構造躯体3の軌間方向幅に応じて接続して構成される。本実施形態では、同一長さの2本のH型鋼31A、31Aを長さの異なるH型鋼31の両端に接続して、例えば、7100mmの長さとなるようにしている。ガータ31は、左右両側壁3A、3B側の各支持梁13、13のうち、互いに向き合う支持梁13A、13Bに連結される。つまり、図9の(C)に示すように、ガータ31の上面両端部に形成された鍔部34には、ヒンジピン32とそのヒンジピン32の下方両側に舌付きピン33A、33Bが設けられ、ヒンジピン32は、チェーンブロック15のフック16に、舌付きピン33A、33Bは、ワイヤ17、18の下側環状端部17B、18Bにそれぞれ係止されるようになっている。支持梁13からガータ31までの距離は、ワイヤ17、18の長さとこれらワイヤ17、18が、ガータ31に係止された際の角度とからに基づいて設定される。ワイヤ17、18の長さが長くなればその分両ワイヤ17、18間の角度は小さくなる。つまり、ガイドレール5の高さと、ガイドレール5と支持梁13との間の距離(または支持梁13の床からの高さ)は予め決まっているので、ワイヤ17、18の長さと係止時の角度がわかれば、支持梁13とガータ31との距離が求められる。従って、支持梁13とガータ31との距離からガータ31の高さが導かれる。ワイヤ17、18は長さの異なる複数の種類が用意され、作業内容に応じてガータ31の高さが設定されるようになっている。 As shown in FIG. 1, the garter 31 is configured by connecting a plurality of H-shaped steels 31A and 31B having different dimensions according to the width in the gauge direction of the structural frame 3. In the present embodiment, two H-shaped steels 31A and 31A having the same length are connected to both ends of the H-shaped steels 31 having different lengths so as to have a length of, for example, 7100 mm. The garter 31 is connected to the support beams 13A and 13B facing each other among the support beams 13 and 13 on the left and right side walls 3A and 3B. That is, as shown in FIG. 9 (C), the flange portions 34 formed on both ends of the upper surface of the garter 31 are provided with the hinge pins 32 and the tongue pins 33A and 33B on both lower sides of the hinge pins 32, and the hinge pins are provided. In 32, the tongue pins 33A and 33B are locked to the hook 16 of the chain block 15, and the tongue pins 33A and 33B are locked to the lower annular ends 17B and 18B of the wires 17 and 18, respectively. The distance from the support beam 13 to the garter 31 is set based on the length of the wires 17 and 18 and the angle at which the wires 17 and 18 are locked to the garter 31. The longer the length of the wires 17 and 18, the smaller the angle between the wires 17 and 18. That is, since the height of the guide rail 5 and the distance between the guide rail 5 and the support beam 13 (or the height of the support beam 13 from the floor) are predetermined, the lengths of the wires 17 and 18 and the time of locking are determined. If the angle of is known, the distance between the support beam 13 and the gata 31 can be obtained. Therefore, the height of the garter 31 is derived from the distance between the support beam 13 and the garter 31. A plurality of types of wires 17 and 18 having different lengths are prepared, and the height of the garter 31 is set according to the work content.

ガータ31には、図2および図9の(A)に示すように、チェーンブロック(第2の吊り上げ装置)34、35が、プレーントロリ36、37(第2の転動部材)を介して長手方向に変位可能に装着される。プレーントロリ36、37は、チェーンブロック34、35に係脱自在に連結される。プレーントロリ36、37は、ガータ31の組み立て時、接続前のガータ片31A、31A、31Bのいずれかに装着される。ガータ31は、プレーントロリ36、37の装着後、分割されたガータ片31A、31A、31Bを接続して組み立てられる。チェーンブロック34、35は、下端のフック39(連結部)に、重量部材Wを着脱自在に連結し吊り上げるようになっている。チェーンブロック34、35は、重量部材Wの吊り上げ高さを作業員が重量部材Wに対して作業しやすい高さに設定することもできれば、作業員の作業空間の上限高さより上方の位置に設定することもできるようになっている。 In the garter 31, as shown in FIGS. 2 and 9A, chain blocks (second lifting devices) 34 and 35 are longitudinally provided via plane trolleys 36 and 37 (second rolling member). It is mounted so that it can be displaced in the direction. The plane trolleys 36 and 37 are detachably connected to the chain blocks 34 and 35. The plain trolleys 36 and 37 are attached to any of the garter pieces 31A, 31A and 31B before connection when the garter 31 is assembled. After mounting the plain trolleys 36 and 37, the garter 31 is assembled by connecting the divided garter pieces 31A, 31A and 31B. The chain blocks 34 and 35 are designed so that the heavy member W is detachably connected to the hook 39 (connecting portion) at the lower end and lifted. The chain blocks 34 and 35 can be set to a height at which the worker can easily work with respect to the heavy member W, or can be set at a position above the upper limit height of the worker's work space. You can also do it.

プレーントロリ36、37は、図9の(B)に示すように、断面H型ガータ31の下面に形成された転動面31Sを走行する際、ガータ片31A、31A、31Bの接続部38と干渉することなく走行するようにローラ間に所望の空隙が確保される。ガータ31の両端部下面には、アジャストパッド40が設けられる。アジャストパッド40は、防護パッド41を側壁に接離可能に伸縮させるようになっている。アジャストパッド40は、ガータ31が軌間方向に揺れることがあっても、防護パッド41が壁面3A、3Bに当接して、揺れを押さえるようになっている。必要に応じて、防護パッド41を伸張させ壁面3A、3Bに当てると、ガータ31は動きが静止される。また、ガータ31には、水準器(図示せず)が取り付けられ、水平を保持しているかどうか確認することができる。このように、支持体ユニット42は、ガータ31とプレーントロリ36、37とチェーンブロック34、35とアジャストパッド40とを有して構成される。支持体ユニット42は、搬出入する重量部材Wの重さと寸法に応じて、連結される支持体ユニット42の数が決められる。 As shown in FIG. 9B, the plane trolleys 36 and 37 are connected to the connecting portions 38 of the garter pieces 31A, 31A and 31B when traveling on the rolling surface 31S formed on the lower surface of the H-shaped garter 31 in cross section. A desired gap is secured between the rollers so that the vehicle travels without interference. Adjust pads 40 are provided on the lower surfaces of both ends of the garter 31. The adjustment pad 40 is designed to expand and contract the protective pad 41 so as to be detachable from the side wall. In the adjust pad 40, even if the garter 31 sways in the gauge direction, the protective pad 41 comes into contact with the wall surfaces 3A and 3B to suppress the sway. If necessary, when the protective pad 41 is extended and hits the wall surfaces 3A and 3B, the movement of the garter 31 is stopped. Further, a spirit level (not shown) is attached to the garter 31 so that it can be confirmed whether or not the garter 31 is kept horizontal. As described above, the support unit 42 includes a garter 31, plain trolleys 36 and 37, chain blocks 34 and 35, and an adjust pad 40. The number of support units 42 to be connected to the support unit 42 is determined according to the weight and dimensions of the weight member W to be carried in and out.

次に、本発明の第1の発明に係る重量部材の吊り上げ移動方法について、上記実施形態に係る重量部材の吊り上げ移動機構2の動作に基づいて説明する。重量部材の吊り上げ移動機構2では、まず、ブラケット4をトンネル3の左右両側壁3A、3Bの上部に延長方向に沿って所定間隔毎に設け、これらブラケット4にガイドレール5、5を連結し案内機構6を設置する(第1のステップS1)。次に、可動体ユニット24のトロリ11、12を、ガイドレール5に取り外し可能に装着する。このとき、重量部材Wの重さや寸法に応じて可動体ユニット24の数を決定し、決められた複数の可動体ユニット24を両ガイドレールに装着する(第2のステップS2)。これら第1のステップS1または/および第2のステップS2の間に、ガータ片31A、31A、31Bをかさ上げ用の脚立や踏み台(図示せず)に載せてプレーントロリ36,37を装着し、ガータ片31A、31A、31Bを接続してガータ31を組み立てる。第2のステップS2の次に、ガータ31の両端を、両側壁3A、3B側の、互いに向かい合う支持梁13A、13Bのチェーンブロック15、15に係止してガータ31を吊り上げ、所定高さに達すると、ワイヤ17,18をガータ31の舌付きピン33A、33Bに係止してチェーンブロック15、15のフック16をヒンジピン32から外す。こうして、支持体ユニット42のガータ31は、両端がワイヤ17,18を介して支持梁13A、13Bに連結されて吊支される(第3のステップS3)。次に、複数のガータ31を重量部材Wの上方に移動させ、チェーンブロック34、35のフック39により重量部材Wを連結すると、重量部材Wを所望の高さに吊り上げる。そうして、重量部材Wが吊り下げられたガータ31を作業場所から離れた場所に移動する(第4のステップS4)。このように、重量部材の吊り上げ移動機構2の吊り上げ移動方法では、重量部材Wを所定高さのガータ31に連結した後、重量部材Wを所望の高さに吊り上げ、重量部材Wを吊り上げて保持したまま支持体を延長方向に移動させることができるようになっている。このため、作業場所から離れた場所に移動させると、作業場所が確保されるようになっている。また、移動された場所で待機している重量部材Wに対して作業を行うと同時に、他の作業場所でも作業を並行して同時に行うことができ、作業効率を向上させることができる。さらに、道床上に山越器等の機器を設置する必要がないので、作業空間を広く確保することができる。 Next, the method of lifting and moving the heavy member according to the first aspect of the present invention will be described based on the operation of the lifting and moving mechanism 2 of the heavy member according to the above embodiment. In the lifting movement mechanism 2 of the heavy member, first, brackets 4 are provided on the left and right side walls 3A and 3B of the tunnel 3 at predetermined intervals along the extension direction, and guide rails 5 and 5 are connected to these brackets 4 for guidance. The mechanism 6 is installed (first step S1). Next, the trolleys 11 and 12 of the movable body unit 24 are detachably attached to the guide rail 5. At this time, the number of movable body units 24 is determined according to the weight and dimensions of the heavy member W, and the determined plurality of movable body units 24 are mounted on both guide rails (second step S2). Between these first step S1 and / and the second step S2, the garter pieces 31A, 31A, 31B are placed on a stepladder or step ladder (not shown) for raising, and the plain trolleys 36, 37 are attached. The garter pieces 31A, 31A, and 31B are connected to assemble the garter 31. After the second step S2, both ends of the garter 31 are locked to the chain blocks 15 and 15 of the support beams 13A and 13B facing each other on the side walls 3A and 3B, and the garter 31 is lifted to a predetermined height. When it reaches, the wires 17 and 18 are locked to the tongue pins 33A and 33B of the garter 31 and the hooks 16 of the chain blocks 15 and 15 are removed from the hinge pins 32. In this way, both ends of the garter 31 of the support unit 42 are connected to the support beams 13A and 13B via the wires 17 and 18 and suspended (third step S3). Next, when the plurality of garters 31 are moved above the heavy member W and the heavy member W is connected by the hooks 39 of the chain blocks 34 and 35, the heavy member W is lifted to a desired height. Then, the garter 31 on which the heavy member W is suspended is moved to a place away from the work place (fourth step S4). As described above, in the lifting movement method of the lifting movement mechanism 2 of the heavy member, after connecting the heavy member W to the garter 31 having a predetermined height, the heavy member W is lifted to a desired height, and the heavy member W is lifted and held. The support can be moved in the extension direction while keeping it. Therefore, when the work place is moved to a place away from the work place, the work place is secured. Further, the work can be performed on the heavy member W waiting at the moved place at the same time, and at the same time, the work can be performed at the same time at another work place, and the work efficiency can be improved. Further, since it is not necessary to install equipment such as a Yamakoshi device on the trackbed, a wide working space can be secured.

このように、上記実施形態に係る重量部材の吊り上げ移動機構2を用いた重量部材の吊り上げ移動方法では、重量部材Wをトンネル3内に搬出入する際にも効率的に搬出入作業を行うことができる。つまり、狭隘なトンネル等の構造躯体3内の作業場所(図2の(A)参照)に、外部から新たな重量部材Wを搬入する際、軌道のレール上に図示しない重量部材運搬用車両を載置して、その車両上に重量部材Wを積載し、ガイドレール5の延設された場所まで運び込む。ガイドレール5の延長方向に沿って、ガータ31は複数配置されており、これらガータ31を運び込まれた新たな重量部材Wの場所まで移動し、チェーンブロック34、35によりこの重量部材Wを連結して所定の高さまで吊り上げる。そして、新たな重量部材Wを作業場所から離れた場所に移動させると、作業場所が確保される。移動された支持体ユニット42は、吊り上げた重量部材Wを保持したまま、待機するようになっている。また、他の作業と並行して、移動された場所で待機している重量部材Wに対しても作業を行うことができる。トンネル3内から撤去される軌框や分岐器等重量部材Wを搬出する場合、ガイドレール5、5の延長方向に沿って複数の支持体ユニット42を撤去用重量部材W上に配置し、チェーンブロック34、35に連結した後、撤去用重量部材Wを吊り上げ、吊り上げた状態で移動して待機させ、新たな軌框や分岐器が交換または更新されると、図示しない重量部材運搬用車両に撤去用重量部材Wを載置して、外部に搬出することもできる。必要な時まで、つまり、搬出時まで待機させることができる。 As described above, in the method of lifting and moving the heavy member using the lifting and moving mechanism 2 of the heavy member according to the above embodiment, the loading and unloading work is efficiently performed even when the heavy member W is carried in and out of the tunnel 3. Can be done. That is, when a new heavy member W is carried in from the outside to a work place (see (A) in FIG. 2) in the structural frame 3 such as a narrow tunnel, a heavy member transport vehicle (not shown) is placed on the rail of the track. After mounting, the heavy member W is loaded on the vehicle and carried to the extended place of the guide rail 5. A plurality of garters 31 are arranged along the extension direction of the guide rail 5, move these garters 31 to the location of the new heavy member W carried in, and connect the heavy members W with the chain blocks 34 and 35. And lift it to the specified height. Then, when the new heavy member W is moved to a place away from the work place, the work place is secured. The moved support unit 42 stands by while holding the lifted weight member W. Further, in parallel with other work, the work can be performed on the heavy member W waiting at the moved place. When carrying out a heavy member W such as a rail or a turnout to be removed from the tunnel 3, a plurality of support units 42 are arranged on the heavy member W for removal along the extension direction of the guide rails 5 and 5, and a chain is used. After connecting to the blocks 34 and 35, the weight member W for removal is lifted, moved in the lifted state to stand by, and when a new rail or turnout is replaced or updated, the weight member transport vehicle (not shown) becomes available. It is also possible to place the weight member W for removal and carry it out. You can wait until you need it, that is, until you carry it out.

なお、上記実施形態では、重量部材Wを所定高さのガータ31に連結した後、重量部材Wを所望の高さに吊り上げるようにしているが、吊り上げ高さは、長さの異なるワイヤ17、18の長さに応じて自在に設定でき、作業員が作業しやすい高さに設定してもよいし、作業員の作業空間の上限高さより上方に設定してもよい。また、上記実施形態では、吊り上げた重量部材Wを移動させるようにしているがそれに限られるものではなく、吊り上げた場所で重量部材Wを吊り上げたまま保持するようにしてもよい。 In the above embodiment, the heavy member W is connected to the garter 31 having a predetermined height, and then the heavy member W is lifted to a desired height. However, the lifting heights of the wires 17 having different lengths are different. It can be freely set according to the length of 18, and may be set to a height at which the worker can easily work, or may be set above the upper limit height of the worker's work space. Further, in the above embodiment, the lifted heavy member W is moved, but the present invention is not limited to this, and the heavy member W may be held in the lifted place.

次に本発明の第2の発明に係る案内治具の一実施形態について、上記第1の発明の一実施形態に係る重量部材の吊り上げ移動機構2に用いられる態様に基づいて説明する。本発明の第2の発明に係る案内治具102は、図10ないし図13に示すように、支持梁13のトロリ11、12をガイドレール5に案内する案内治具である。案内治具102は、上面にトロリ11、12の転動面103Aが形成された転動部103を有し、支持梁13とトロリ11、12のローラ11A、12Aとの間に差し入れ可能な平板材104により構成される。案内治具102には、転動部103の中央線を挟んで平行に立ち上がる立設部105が形成され、この立設部105の端部105Aの上部から外側に突出し、ガイドレール5の縦壁5Aを挟み込み可能な位置決め部106が形成される。さらに、案内治具102には、平板材104の下面104Aの端部107に接合されたスペーサ108を介して外側に突出して設けられ、ガイドレール5の下面5Bに当接して上方への変位が規制される規制部109が設けられる。この規制部109は、平板材104の端部107がガイドレール5に突き当たると、平板材104の転動面103Aをガイドレール5の転動部材走行面5Cとほぼ同一レベルに合致させるようになっている。転動部103の他端には、転動面103Aから立ち上がりトロリ11、12の脱落を阻止するストッパ部110が形成される。案内治具102には、立設部105に長手方向中心からほぼ等距離を隔てて係止部111、112が設けられる。これら係止部111、112は、案内治具102が吊り上げられる際、吊り上げ索121A、121Bに係止されるようになっている。 Next, one embodiment of the guide jig according to the second aspect of the present invention will be described based on the embodiment used for the lifting and moving mechanism 2 of the heavy member according to the one embodiment of the first invention. As shown in FIGS. 10 to 13, the guide jig 102 according to the second aspect of the present invention is a guide jig that guides the trolleys 11 and 12 of the support beam 13 to the guide rail 5. The guide jig 102 has a rolling portion 103 having rolling surfaces 103A of the trolleys 11 and 12 formed on the upper surface thereof, and is a flat plate that can be inserted between the support beam 13 and the rollers 11A and 12A of the trolleys 11 and 12. It is composed of a material 104. The guide jig 102 is formed with an upright portion 105 that rises in parallel with the center line of the rolling portion 103 in between, and projects outward from the upper portion of the end portion 105A of the upright portion 105 to form a vertical wall of the guide rail 5. A positioning portion 106 capable of sandwiching 5A is formed. Further, the guide jig 102 is provided so as to project outward via a spacer 108 joined to the end portion 107 of the lower surface 104A of the flat plate member 104, and abuts on the lower surface 5B of the guide rail 5 to cause an upward displacement. A regulation unit 109 to be regulated is provided. When the end portion 107 of the flat plate member 104 abuts on the guide rail 5, the regulating portion 109 makes the rolling surface 103A of the flat plate member 104 match the rolling member running surface 5C of the guide rail 5 at substantially the same level. ing. At the other end of the rolling portion 103, a stopper portion 110 that rises from the rolling surface 103A and prevents the trolleys 11 and 12 from falling off is formed. The guide jig 102 is provided with locking portions 111 and 112 on the upright portion 105 at substantially equal distances from the center in the longitudinal direction. These locking portions 111 and 112 are locked to the lifting ropes 121A and 121B when the guide jig 102 is lifted.

次に、本発明の第2の発明に係る案内治具102を用いた支持梁の装着方法について、案内治具102の動作に基づいて説明する。まず、図14の(A)に示すように、ガイドレール5両端のうち、第2の支持梁脱落防止用ストッパ8が設けられた側の端部5Dの近傍上方の壁面3A、3Bに定滑車を備えた引き上げ具120A、120Bを水平方向に設置する。これら引き上げ具120A、120B間の距離は案内治具102の係止部111、112間の距離に対応している。引き上げ具120A、120Bは、定滑車に巻回される吊り上げ索121A、121Bを備え、吊り上げ索121A、121Bの一端にフック122A、122Bが、他端に操作部123A、123Bがそれぞれ設けられて構成され、操作部123A、123Bを操作してフック122A、122Bを上下動させるようになっている。これら引き上げ具120A、120Bは、案内治具102を吊り上げ索121A、121Bにより垂直に吊り上げると、案内治具102の位置決め部106がガイドレル5の縦壁5Aに向き合い、規制部109が、ガイドレール5の下面端部側に突出して当接するように取り付けられる。 Next, a method of mounting the support beam using the guide jig 102 according to the second aspect of the present invention will be described based on the operation of the guide jig 102. First, as shown in FIG. 14 (A), of the two ends of the guide rail 5, fixed pulleys are mounted on the wall surfaces 3A and 3B above the vicinity of the end 5D on the side where the stopper 8 for preventing the second support beam from falling off is provided. The pulling tools 120A and 120B provided with the above are installed in the horizontal direction. The distance between the pulling tools 120A and 120B corresponds to the distance between the locking portions 111 and 112 of the guide jig 102. The pulling tools 120A and 120B are provided with lifting ropes 121A and 121B wound around a fixed pulley, hooks 122A and 122B are provided at one end of the lifting ropes 121A and 121B, and operating portions 123A and 123B are provided at the other ends. Then, the operation units 123A and 123B are operated to move the hooks 122A and 122B up and down. In these pulling tools 120A and 120B, when the guide jig 102 is lifted vertically by the lifting ropes 121A and 121B, the positioning portion 106 of the guide jig 102 faces the vertical wall 5A of the guide rel 5, and the regulating portion 109 causes the guide rail 5 to face the vertical wall 5A. It is attached so as to project and abut on the lower end side of the.

ガイドレール5の端部5Dの下方には、道床に図示しないかさ上げ台を配置し、その上に可動体ユニット24を載置する。次に、案内治具102を、載置された可動体ユニット24の支持梁13とトロリ11、12のローラ11A、12Aとの間に差し入れ支持梁13上面に載置する(第1のステップS11)。次に、吊り上げ索121A、121Bのフック122A、122Bをそれぞれ、係止部111、112に係止し、吊り上げ索121A、121Bの操作部123A、123Bを操作し、案内治具102を水平を維持して引き上げる。すると、案内治具120の転動部103がトロリ11、12のローラ11A、12Aに当接してトロリ11、12とともに可動体ユニット24を上方に引き上げる。次に、案内治具102の位置決め部106がガイドレール5の縦壁5Aに向き合う位置に達すると(図14の(B)参照)、可動体ユニット24のチェーンブロック15のチェーンまたはワイヤ17、18を引っ張って案内治具102をガイドレール5側に押すと、位置決め部106が縦壁5Aを挟み込み、幅方向の位置決めがなされる。そして、さらに案内治具102を上方に引き上げると、規制部109がガイドレール5の端部5D下面に当接して上方への変位が規制され、平板材104の端部107がガイドレール5に突き当たると、平板材104の転動面103Aとガイドレール5の転動部材走行面5Cとがほぼ同一レベルとなり、案内治具102とガードレール5とに同一転動面が形成される(第2のステップS12)。 Below the end portion 5D of the guide rail 5, a raising table (not shown) is arranged on the track bed, and the movable body unit 24 is placed on the raising table (not shown). Next, the guide jig 102 is inserted between the support beam 13 of the mounted movable body unit 24 and the rollers 11A and 12A of the trolleys 11 and 12 and placed on the upper surface of the support beam 13 (first step S11). ). Next, the hooks 122A and 122B of the lifting ropes 121A and 121B are locked to the locking portions 111 and 112, respectively, and the operating portions 123A and 123B of the lifting ropes 121A and 121B are operated to keep the guide jig 102 horizontal. And pull it up. Then, the rolling portion 103 of the guide jig 120 comes into contact with the rollers 11A and 12A of the trolleys 11 and 12, and pulls up the movable body unit 24 together with the trolleys 11 and 12. Next, when the positioning portion 106 of the guide jig 102 reaches a position facing the vertical wall 5A of the guide rail 5 (see (B) of FIG. 14), the chains or wires 17 and 18 of the chain block 15 of the movable body unit 24 are reached. When the guide jig 102 is pushed toward the guide rail 5 side, the positioning portion 106 sandwiches the vertical wall 5A and is positioned in the width direction. Then, when the guide jig 102 is further pulled upward, the regulating portion 109 abuts on the lower surface of the end portion 5D of the guide rail 5 to regulate the upward displacement, and the end portion 107 of the flat plate member 104 abuts on the guide rail 5. The rolling surface 103A of the flat plate member 104 and the rolling member running surface 5C of the guide rail 5 are at substantially the same level, and the same rolling surface is formed on the guide jig 102 and the guardrail 5 (second step). S12).

次に、チェーンブロック15のチェーンまたはワイヤ17、18を引っ張って可動体ユニット24をガイドレール5側に押すと、ガイドレール5側のトロリ11は、第2の支持梁脱落防止用ストッパ8に突き当たる。このとき、ストッパ8は外部から進入するトロリ11の通行を許容し、トロリ11、12をガイドレール5に導く(第3のステップS13、図14の(C)参照)。このとき、案内治具102は、ガイドレール5の端部5Dで位置決めされた状態となっているので、引き上げ具120A、120Bの操作部123A、123Bを操作して、引き下げると、位置決め部106と縦壁5Aとの係合が解かれる。このように係合解除後、案内治具102を床側に引き下ろすようになっている。 Next, when the chain or wires 17 and 18 of the chain block 15 are pulled to push the movable body unit 24 toward the guide rail 5, the trolley 11 on the guide rail 5 side abuts on the second support beam dropout prevention stopper 8. .. At this time, the stopper 8 allows the trolley 11 to enter from the outside and guides the trolleys 11 and 12 to the guide rail 5 (see the third step S13, (C) of FIG. 14). At this time, since the guide jig 102 is in a state of being positioned by the end portion 5D of the guide rail 5, when the operating portions 123A and 123B of the pulling tools 120A and 120B are operated and pulled down, the positioning portion 106 and The engagement with the vertical wall 5A is disengaged. After the engagement is released in this way, the guide jig 102 is pulled down to the floor side.

可動体ユニット24をガイドレール5から取り外す際には、上記工程と逆に、案内治具102をガイドレール5の端部5Dと向き合わせて配置し、位置決め部106を縦壁5Aに係合させ、第2の支持梁脱落防止用ストッパ8の解除レバー9でストッパを強制的に解除し、トロリ12、11を案内治具102に導くようになっている。案内治具102に導かれた可動体ユニット24は、引き上げ具120A、120Bにより引き下ろされるようになっている。 When removing the movable body unit 24 from the guide rail 5, the guide jig 102 is arranged so as to face the end portion 5D of the guide rail 5 and the positioning portion 106 is engaged with the vertical wall 5A, contrary to the above step. , The stopper is forcibly released by the release lever 9 of the stopper 8 for preventing the second support beam from falling off, and the trolleys 12 and 11 are guided to the guide jig 102. The movable body unit 24 guided by the guide jig 102 is pulled down by the pulling tools 120A and 120B.

このように、本発明の第2の発明に係る案内治具102を用いた支持梁の装着方法は、叙上の如く構成されているので、案内治具102を支持梁13とトロリ11、12のローラ11A、12Aとの間に差し入れ、引き上げ具120A、120Bにより案内治具102を支持梁13と一体に吊り上げ、案内治具102の位置決め部106をガイドレール5の縦壁5Aに挟み込み、規制部109をガイドレール5の下面に当接させると、案内治具102の転動部端部105Aとガイドレール5の端部5Dとが正確に突き合わせられ、案内治具102の転動部103の転動面とガイドレール5の転動部材走行面5Cとがほぼ同一レベルに合致する。この状態で、支持梁103をガイドレール5側に移動させると、トロリ11、12は、第2の支持梁脱落防止用ストッパ8を通過して、ガイドレール5の転動部材走行面5Cに円滑に導かれるので、支持梁103を容易にガイドレール5に導くことができ、作業効率が向上する。 As described above, since the method of mounting the support beam using the guide jig 102 according to the second invention of the present invention is configured as described above, the guide jig 102 is attached to the support beam 13 and the trolleys 11 and 12. The guide jig 102 is integrally lifted with the support beam 13 by the pulling tools 120A and 120B, and the positioning portion 106 of the guide jig 102 is sandwiched between the vertical walls 5A of the guide rail 5 and regulated. When the portion 109 is brought into contact with the lower surface of the guide rail 5, the rolling portion end 105A of the guide jig 102 and the end 5D of the guide rail 5 are accurately abutted with each other, and the rolling portion 103 of the guide jig 102 The rolling surface and the rolling member running surface 5C of the guide rail 5 match at substantially the same level. When the support beam 103 is moved to the guide rail 5 side in this state, the trolleys 11 and 12 pass through the second support beam dropout prevention stopper 8 and smoothly reach the rolling member traveling surface 5C of the guide rail 5. Since the support beam 103 can be easily guided to the guide rail 5, the work efficiency is improved.

なお、上記実施形態では、支持梁13に装着される転動部材を、プレーントロリ11とギヤードトロリ12とにより構成しているがこれに限られるものではなく、ガイドレール5の転送部材走行面5Cを自在に走行可能なものであればよく、ローラや車輪であってもよい。また、上記実施形態では、支持梁13とガータ31との間を、連結部材としてワイヤ17、18により連結するようにしているがこれに限られるものではなく、棒材を用いるようにしてもよい。さらに、上記実施形態では、ガイドレール5は断面がエ字状のH型鋼を用いているがこれに限られるものではなく、断面I字状、断面コ字状、断面L字状のレールまたは断面コ字状のレールを横倒し上方が開放されるレールにより構成されるようにしてもよい。また、上記実施形態では、鉄道用の構造躯体を、上下左右が囲まれ軌道空間が制限されたトンネル3として述べているが、上下左右のうち上側が開放された掘込み構造体であってもよく、また、上下左右が囲まれ軌道空間が制限された架構体(骨組体)、あるいは上下左右のうち上側が開放された架構体(骨組体)であってもよい。架構体は、作業時に組み立て作業後に撤去するようにしてもよい。上記実施形態では、ガイドレール5を構造躯体の左右両側壁上部に設けているがこれに限られるものではなく、天井部の左右両側に設けるようにしてもよいし、側壁と天井部との間のハンチに設けるようにしてもよい。また、上記実施形態では、構造躯体を、図15の(A)に示すように、断面矩形状の二線部箱形トンネルとしているが、これに限られるものではなく、図15の(B)に示すように、ハンチを段状とした二線部箱形トンネルでもよいし、図15の(C)に示すように、軌床から立ち上がる壁部や天井部がアーチ状に形成されたルーフシールドトンネルでもよい。また、図15の(D)に示すようなアーチ型トンネルでもよい。壁部と天井部がアーチ状の構造躯体の場合、ガイドレールは構造躯体の上部に所望の高さを確保して設けてさえあればよい。さらに、図16に示すように、構造躯体を、軌床に組み立てられた仮設の工事用梁と桁とからなる骨組み構造から構成するようにしてもよい。また、上記実施形態では、重量部材Wを支持体ユニット42に吊り上げた状態で、案内機構6に沿って作業場所から離れた場所に移動させて待機させる際、支持体ユニット42を下から支える支持材を設けてもよい。 In the above embodiment, the rolling member mounted on the support beam 13 is composed of the plain trolley 11 and the geared trolley 12, but the present invention is not limited to this, and the transfer member traveling surface 5C of the guide rail 5 is not limited to this. It may be a roller or a wheel as long as it can freely travel. Further, in the above embodiment, the support beam 13 and the garter 31 are connected by wires 17 and 18 as connecting members, but the present invention is not limited to this, and a rod member may be used. .. Further, in the above embodiment, the guide rail 5 uses an H-shaped steel having an E-shaped cross section, but the present invention is not limited to this, and the rail or the cross section has an I-shaped cross section, a U-shaped cross section, and an L-shaped cross section. The U-shaped rail may be laid on its side so as to be composed of a rail whose upper side is opened. Further, in the above embodiment, the structural skeleton for a railroad is described as a tunnel 3 in which the upper, lower, left and right are surrounded and the track space is limited, but even if the upper side of the upper, lower, left and right is an open digging structure. It may also be a skeleton (framework) in which the upper, lower, left and right are surrounded and the orbital space is limited, or a skeleton (framework) in which the upper side of the upper, lower, left and right is open. The frame structure may be removed after the assembly work during the work. In the above embodiment, the guide rails 5 are provided on the upper left and right side walls of the structural frame, but the present invention is not limited to this, and the guide rails 5 may be provided on the left and right sides of the ceiling portion, or between the side wall and the ceiling portion. It may be provided on the haunch of. Further, in the above embodiment, the structural skeleton is a two-line box-shaped tunnel having a rectangular cross section as shown in FIG. 15 (A), but the present invention is not limited to this, and FIG. 15 (B) As shown in, a two-wire box-shaped tunnel with a stepped haunch may be used, or as shown in FIG. 15 (C), a roof shield in which the wall and ceiling rising from the track floor are formed in an arch shape. It may be a tunnel. Further, an arched tunnel as shown in FIG. 15D may be used. When the wall and ceiling are arched structural skeletons, the guide rails need only be provided at the upper part of the structural skeleton at a desired height. Further, as shown in FIG. 16, the structural skeleton may be composed of a skeleton structure including temporary construction beams and girders assembled on the track bed. Further, in the above embodiment, when the heavy member W is suspended from the support unit 42 and moved to a place away from the work place along the guide mechanism 6 to stand by, the support unit 42 is supported from below. A material may be provided.

2 重量部材の吊り上げ移動機構
3 トンネル(構造躯体)
3A、3B 側壁
4 ブラケット
5 ガイドレール
6 案内機構
11、12 トロリ
13 支持梁
24 可動体ユニット
31 ガータ
34、35 チェーンブロック
36、37 トロリ
42 支持体ユニット
W 重量部材
2 Lifting and moving mechanism for heavy members 3 Tunnel (structural frame)
3A, 3B Side wall 4 Bracket 5 Guide rail 6 Guide mechanism 11, 12 Trolley 13 Support beam 24 Movable unit 31 Garter 34, 35 Chain block 36, 37 Trolley 42 Support unit W Heavy weight member

Claims (17)

延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、
構造躯体上部の左右両側に、延長方向に沿って設けられる案内手段と、
各案内手段にそれぞれ移動可能に取り付けられる複数の可動体と、
両端が向かい合う可動体にそれぞれ吊支され、重量部材を着脱自在に連結して吊り上げる支持体とを備えて構成されることを特徴とする重量部材の吊り上げ移動機構。
It is a mechanism that lifts and moves heavy members in the structural frame where tracks are laid in the extension direction.
Guidance means provided along the extension direction on both the left and right sides of the upper part of the structural frame,
Multiple movable bodies that can be movably attached to each guide means,
A lifting and moving mechanism for heavy members, which is provided with a support that is suspended and supported by movable bodies that face each other at both ends and that is detachably connected and lifted.
延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる機構であって、
構造躯体上部の左右両側に、延長方向に沿って所定間隔毎に設けられたブラケットと、これらブラケットに連結されたガイドレールとを有する案内機構と、
上部に第1の転動部材を有し前記ガイドレールに係脱自在に装着される支持梁と、この支持梁に吊支される第1の吊り上げ装置と、一端が支持梁に係止される連結部材とを有する複数の可動体ユニットと、
両端に前記第1の吊り上げ装置の吊り上げ部と前記連結部材の他端がそれぞれ係脱自在に係止されるガータと、このガータに第2の転動部材を介して長手方向に変位可能に装着され、重量部材を着脱自在に連結して吊り上げる第2の吊り上げ装置とを有する支持体ユニットとを備えて構成されることを特徴とする重量部材の吊り上げ移動機構。
It is a mechanism that lifts and moves heavy members in the structural frame where tracks are laid in the extension direction.
A guide mechanism having brackets provided at predetermined intervals along the extension direction on both left and right sides of the upper part of the structural frame, and guide rails connected to these brackets.
A support beam having a first rolling member at the top and being detachably mounted on the guide rail, a first lifting device suspended and supported by the support beam, and one end are locked to the support beam. A plurality of movable unit having a connecting member and
A garter in which the lifting portion of the first lifting device and the other end of the connecting member are freely engaged and disengaged at both ends, and a garter that is displaceably mounted in the longitudinal direction via a second rolling member. A mechanism for lifting and moving a heavy member, which comprises a support unit having a second lifting device for detachably connecting and lifting the heavy member.
ガイドレールは、構造躯体の左右両壁上部または構造躯体の天井部左右両側に設けられ、複数の断面エ字状レール片を接続し所望の長さに延長して構成されることを特徴とする請求項2に記載の重量部材の吊り上げ移動機構。 The guide rails are provided on the upper left and right sides of the structural skeleton or on the left and right sides of the ceiling of the structural skeleton, and are characterized in that a plurality of cross-section E-shaped rail pieces are connected and extended to a desired length. The lifting and moving mechanism for a heavy member according to claim 2. ガイドレールの端部には、支持梁脱落防止用ストッパが設けられ、
支持梁脱落防止用ストッパは、第1の転動部材が外部からガイドレールへ進入するのを許容し、ガイドレール内の第1の転動部材が外方へ脱落するのを阻止するよう構成されることを特徴とする請求項3に記載の重量部材の吊り上げ移動機構。
A stopper for preventing the support beam from falling off is provided at the end of the guide rail.
The support beam dropout prevention stopper is configured to allow the first rolling member to enter the guide rail from the outside and prevent the first rolling member in the guide rail from falling out. The lifting and moving mechanism for a heavy member according to claim 3, wherein the heavy member is lifted and moved.
第1の吊り上げ装置は、支持梁の下面中央に吊支され、連結部材は、一対のワイヤから構成され、各ワイヤの一端は、支持梁下面中央から等間隔を隔てて係止されることを特徴とする請求項2に記載の重量部材の吊り上げ移動機構。 The first lifting device is suspended and supported at the center of the lower surface of the support beam, the connecting member is composed of a pair of wires, and one end of each wire is locked at equal intervals from the center of the lower surface of the support beam. The lifting and moving mechanism for a heavy member according to claim 2. ガータは、構造躯体の軌間方向幅に応じて長さを調整可能にしたことを特徴とする請求項2に記載の重量部材の吊り上げ移動機構。 The lifting and moving mechanism for a heavy member according to claim 2, wherein the garter has an adjustable length according to the width in the gauge direction of the structural frame. 支持梁には、ガータの位置を検知する検知装置を設けたことを特徴とする請求項2に記載の重量部材の吊り上げ移動機構。 The lifting and moving mechanism for a heavy member according to claim 2, wherein the support beam is provided with a detection device for detecting the position of the garter. ガータの両端には、防護パッドを側壁に接離可能に伸縮させるアジャストパッドを設けたことを特徴とする請求項2、6または7に記載の重量部材の吊り上げ移動機構。 The lifting and moving mechanism for a heavy member according to claim 2, 6 or 7, wherein an adjusting pad for expanding and contracting a protective pad on a side wall is provided at both ends of the garter. ガータには、水準器が取り付けられることを特徴とする請求項2、6ないし8のうちいずれか1に記載の重量部材の吊り上げ移動機構。 The lifting and moving mechanism for a heavy member according to any one of claims 2, 6 to 8, wherein a spirit level is attached to the garter. 構造躯体は、上下左右が囲まれ軌道空間が制限されたトンネルまたは架構体、上下左右のうち上側が開放された掘込み構造体または架構体、あるいは軌床に組み立てられた仮設の工事用架構体を含むことを特徴とする請求項1または2に記載の重量部材の吊り上げ移動機構。 The structural frame is a tunnel or frame that is surrounded by the top, bottom, left, and right and the track space is limited, a dug structure or frame that is open on the upper side of the top, bottom, left, and right, or a temporary construction frame that is assembled on the track floor. The lifting and moving mechanism for a heavy member according to claim 1 or 2, wherein the heavy member includes. 延長方向に軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、
重量部材を所定高さの支持体に連結した後、重量部材を吊り上げ、重量部材を吊り上げて保持したまま支持体を延長方向に移動させることを特徴とする重量部材の吊り上げ移動方法。
It is a lifting movement method in which heavy members are lifted and moved in a structural frame in which a track is laid in the extension direction.
A method for lifting and moving a heavy member, which comprises connecting the heavy member to a support having a predetermined height, then lifting the heavy member, and moving the support in the extension direction while lifting and holding the heavy member.
延長方向軌道が敷設される構造躯体内で、重量部材を吊り上げて移動させる吊り上げ移動方法であって、
案内手段を、構造躯体上部の左右両側に、延長方向に沿って設ける第1のステップと、
複数の可動体を、各案内手段にそれぞれ移動可能に取り付ける第2のステップと、
支持体を、左右で向かい合う可動体に吊支する第3のステップと、
支持体により重量部材を着脱自在に連結し、吊り上げて移動させる第4のステップとを有することを特徴とする重量部材の吊り上げ移動方法。
It is a lifting movement method that lifts and moves heavy members in the structural frame where the extension direction track is laid.
The first step of providing the guiding means on the left and right sides of the upper part of the structural frame along the extension direction, and
The second step of movably attaching a plurality of movable bodies to each guide means,
The third step of suspending the support from the movable bodies facing each other on the left and right,
A method for lifting and moving a heavy member, which comprises a fourth step of detachably connecting the heavy member by a support and lifting and moving the heavy member.
支持梁上部に設けられた転動部材を、ガイドレールに案内する案内治具であって、
上面に転動部材の転動面が形成され、支持梁と転動部材との間に差し入れ可能に構成されるとともに、一端がガイドレール端部に導かれると、前記転動面がガイドレールの転動部材走行面とほぼ同一レベルに合致するように構成されることを特徴とする案内治具。
A guide jig that guides the rolling member provided on the upper part of the support beam to the guide rail.
A rolling surface of the rolling member is formed on the upper surface so that it can be inserted between the support beam and the rolling member, and when one end is guided to the end of the guide rail, the rolling surface becomes the guide rail. A guide jig characterized in that it is configured to match the traveling surface of the rolling member at almost the same level.
支持梁上部に設けられた転動部材を、縦壁を有するガイドレールに案内する案内治具であって、
上面に転動部材の転動面が形成された転動部を有し、支持梁と転動部材との間に差し入れ可能な平板材と、
転動部の端部上方から外側に突出し、ガイドレールの縦壁を挟み込み可能な位置決め部と、
平板材の下面端部から外側に突出して設けられ、ガイドレール下面に当接して上方への変位が規制されるとともに、平板材の転動面をガイドレールの転動部材走行面とほぼ同一レベルに合致させる規制部とを有して構成されることを特徴とする案内治具。
A guide jig that guides the rolling member provided on the upper part of the support beam to a guide rail having a vertical wall.
A flat plate material having a rolling portion in which the rolling surface of the rolling member is formed on the upper surface and can be inserted between the support beam and the rolling member,
A positioning part that protrudes outward from above the end of the rolling part and can sandwich the vertical wall of the guide rail,
It is provided so as to project outward from the lower end of the flat plate material, abuts on the lower surface of the guide rail to regulate upward displacement, and the rolling surface of the flat plate material is almost at the same level as the rolling member running surface of the guide rail. A guide jig characterized in that it is configured to have a regulating part that matches the above.
支持梁上部に設けられた転動部材と支持梁との間に差し入れられる案内治具を用いて、支持梁の転動部材を、構造躯体上部に延長方向に延設されたガイドレールに案内して支持梁をガイドレールに装着する支持梁の装着方法であって、
支持梁と転動部材との間に案内治具を差し入れる第1のステップと、
案内治具を支持梁と一体に引き上げ、ガイドレールの端部に案内治具の端部を配置して突き合わせる第2のステップと、
支持梁をガイドレール側に移動させ、転動部材をガイドレールの転動部材走行面に導く第3のステップとを有することを特徴とする案内治具を用いた支持梁の装着方法。
Using a guide jig inserted between the rolling member provided on the upper part of the support beam and the support beam, the rolling member of the support beam is guided to the guide rail extending in the extension direction on the upper part of the structural frame. It is a mounting method of the support beam that mounts the support beam on the guide rail.
The first step of inserting the guide jig between the support beam and the rolling member,
The second step of pulling up the guide jig integrally with the support beam, arranging the end of the guide jig at the end of the guide rail, and abutting them.
A method of mounting a support beam using a guide jig, which comprises a third step of moving the support beam to the guide rail side and guiding the rolling member to the rolling member running surface of the guide rail.
ガイドレール端部近傍の側壁に滑車を取り付け、第2のステップで、案内治具を引き上げることを特徴とする請求項15に記載の案内治具を用いた支持梁の装着方法。 The method for mounting a support beam using the guide jig according to claim 15, wherein the pulley is attached to the side wall near the end of the guide rail, and the guide jig is pulled up in the second step. 案内治具の端部を、ガイドレールの端部に突き合わせて配置し、ガイドレールから支持梁を移動させて転動部材を案内治具に導き、案内治具と支持梁を引き下ろしてガイドレールから支持梁を離脱させることを特徴とする請求項15または16に記載の案内治具を用いた支持梁の装着方法。
The end of the guide jig is placed so as to abut against the end of the guide rail, the support beam is moved from the guide rail to guide the rolling member to the guide jig, and the guide jig and the support beam are pulled down from the guide rail. The method for mounting a support beam using the guide jig according to claim 15 or 16, wherein the support beam is detached.
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JPH05118200A (en) * 1991-10-28 1993-05-14 Shimizu Corp Setter of sleeper and rail in shield tunneling work
JPH08324957A (en) * 1995-06-05 1996-12-10 Nichiei Kiko Kk Load distributing mechanism for suspension type conveyer and suspension type conveyer provided with this load distributing mechanism
JP3027912U (en) * 1996-02-13 1996-08-20 新明コンベヤ株式会社 Segment transfer device in tunnel
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